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SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE $"g`2 a MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 3 w1 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OFT.ONAL 1X OR 2X WOOD DUCKS IF USED, GENERALNOTES_...._...�._......... MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS, INSTRUCTiDNS...„........«_} F a FIGURE 1• ELEVATIONS_.................�._..„,_.1 2 THE TYPE AND NUMBER OFANCHORS 1S CRLTLCAL 70 THE STRUCTURAL PERFORMANCE dFTHE MtXJ cn UNITS.AtUIL!QNS MULL TO 2X WOOD....._......._.2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL- ARCHES TO BE ) MULL TD IX$MASDII•RY_w.—2 0� V MULLIONS INSCRIBEDNSIDE HAVE BEEN TESTED AS'FRM-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TOIX&NDTES....____._.2 LL s�°ETA CTANG'LUhR NOT HAVEA GAP OF MORE THAN 1t4'FROM THE CLIP. INSTALL INSTALLATION NRY__...__.�3 N A•D,G,H• SHEETS2.4 S!'(ME MULL TO STEEL STUD.„.___.......3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED MULLTo MULL.,........._._._._._._3 a Ui _ DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L1180.THE 113 STRESS INCREASE WAS NdT USED ALTERNATa7E CUP3.._.._.__.._4 tt3 1.-j t j� 1��.;`,\` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF'NOOD SCREWS. BAY MULL INSTALLATION_..__._4 Z W 1 X 2 X.125 MULL SPECS—__6 0 `f ix2-75 X5 MULL ULL SPE S.,__6 -_ 7fJfj s i/ 1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t`i - h t%275 X.376 MULL SPECS.,„.__.? INSTRUCTIONS. 1 X 2.75 X.65 MULL SPECS-....._._6 N , SEE OETAtLS 1t A' 1 X 3.126 X.500 MULL3PECS_.._..9 —8 A THRU GI 1 i j 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X4 X.126 MULL SPECS.__.._10 � LU Q C>� �i SHEETS 2-4 1 }A°ET ANCHORAGE FOR COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4 X 376 TT MULLLLSpE(5..._„ti ~ m w i t � ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN F^ ¢ I ;II sHl�Ts 2.1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125X3.188X2$SMULLSFECS._12 z \II / I / OPENNG 125 X 325 X.100 MULL SPECS_.13 Ll � �1 � < IT, � HpJG� 125 X 325 X.624 MULL SPECS__14 a Z 4U z` Y4 � MUU. Fff1 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE(S), 125X3.94X.524 seUCL.SPECS.._15 rrOD P () LENGTH HCRttONTAL 2X 4X.25 MULL SPECS___.__._15 ' SEE DETAIL E• ML2L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 6 X a5 MUD.SPECS__.__.__17 It � Q� ff Z i/ BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE GCATED OR CORROSION RESISTANT 126 X 2.11 X.126 MULL SPECS_18 » �JJ /JJ/ st+EEr a AS APPROPMATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3n•X 325 BAY MlR15PEC5....,_,19 �,• IL r 7 REACTIONS. 45'X 325 BAY MULL SPECS-..._2D 2 {-- Q N MULLION$CUP DIMENSIONS._..21.23 F. O z r EXAMPLES 1 a 2_..„.._..__._....._.24 CJ }- Z•• FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACONJAGGRE-GATOR NONS LOADING EXAMPLEs._..__._.�25 PRODUCTS MAY O SOFAW TYPE. 9)MULLIONS AND CLIPS HAVE SEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING U. ,�- STBE MAN'UFACfURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITII 9 �i Z rn (xfJ I BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. r LL a O 0 \ -- 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVt2 LL . Z m0 /SEE DETAILS HORIZONTAL A41,G.W 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEEis 2-I WIDTHIRRGHT OF EACH INDIVIDUAL MULLION COMPLIES WITII THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL. as PRmptODUCT Eh Tee Fonda ---- MULL Building Edo LENGTH INSTRUCTIONS: NOA-No. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS" 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSI )FOR THE OPENING USING THE ASCE•7 STANDARD. Fxplrotion Data 05126I2021 —HORM NULL LENG71i-"'") 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY� LENGTH r^OPER11 WPtt'tF-'� �' _ Miam do produot Cont �( ~ � 3)REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR'•TRIANGULAR/TRAPEZAIDAU. y F OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACIIY(LBSJFTTI FROM TABLES 1A THROUGH 18A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING H� THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLYOR HORIZONTALLY).THE DP ti r 1 MULL d d „ L f P HORIZ_ I( �, �. �, MULL MULLION CAPACITY(LBSIFPY OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFI'')FOR THE OPENING OBTAINED IN L L4 LENGTH ) 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCIIOR CAPACITY REQUIRED(LBS).THIS VALUE REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY SINGLE MULLION SINGLE MULLION '+F v {p,l 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE N L �-Y YAIf,( RIS OPENING vfID1H ANCHOUBSTRATE(ANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� """""• l �i FOR VERncnLMULL CAPACITY IS MET. .pa'��••�AGENg3''•.(( SEE CORRESPONDING DETAILS MULTIPLE MULLIONS A Lv FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE 15 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS)FP)FOR THE _*.; No.58705 *" OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �lp •2017 FLORIDA BUILDING CODE(FSC),6•H EDITION +2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS&T-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %C) '• ATE O •ANSI4AFBPANDS-2016 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT'}OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION : •'•.!�<OR{OP..'•'�_� +ALUMLNUM DESIGN MANUAL,ADM•2015, PRODUCT ASSEMBLY. i 1S C9 +A1318100.12 /4L. �� -RISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USINGTHIS NOA TOAPPLY FOR A PERMIT. A.LY(GEt MtLr1>Li��•E. FL P.E.#58705